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DATE/TIME TYPE OCCUPANCY CONST TYPE UGB: SITE: BUILDING PERMIT 12/27/99 11:42 PERMIT NO Resident. addition/alteration STATUS R-3 ISSUED V-N TO EXPIRE PAGE 99-05255 ISSUED 12/27/1999 06/24/2000 2 PLAN REVIEW COMMENTS AND CONDITIONS REQUIRED SETBACKS: Front: ~0 Left: 20 Right: 10 Rear: 20 Special: 1. CALL BEFORE YOU DIG .... IT'S THE LAW, ATTENTION: Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-001-0010 through OAR 952-001-0090. You may obtain copies of the rules by calling the center, (Note: The telephone number for the Oregon Utility Notifica- tion Center is (502) 232-1987). 2. THIS PLAN REVIEW WAS COMPLETED BY S, FREILINGER ON 7/16/99. 3. Approval of submitted plans is not an approval of omissions or oversights by this office or of noncompliance with any applicable regulations of local government. 4. DECK, This permit is for all of the deck area, Activity #99-03656 was never approved and issued. This deck is requi red before the final inspection of the building/completion permit #99-05254 can be finaled. 5. DESIGNER RESPONSIBILITY. The plans submitted do not clearly show all the required framing details. It is the designer's responsibility to size all structural members and fasteners for the appropriate loads and have them shown on the plans, [Sec, 112,1] 6. ACCEPTABILITY. This plan review covers the addition to and/ or alteration of an existing structure. This review is not intended to prohibit the building inspector from requesting an evaluation of the acceptability of existing structural members that may appear to be unsafe, Existing construction not specifically detailed in the submitted plans and struc- tural calculations is beyond the scope of this review. 7. THE STRUCTU~L SUPPORTS for decks, balconies, porches or similar structures shall be pressure-treated wood to protect against decay, [Sec. 222.1] 8. SEPTIC TANK. Access must be provided to the septic tank for servicing tank. None of the framing/structural members for the deck can bear on the septic tank or within 5 feet of the tank, 9, FLOOR JOISTS. The maximum span for 2x6 DF #2 floor joists is 10'-0". 10. 4x6 DECK BEAMS. The maximum span for 4x6 beams spaced 4'-0" on center is 7'-6". The maximum span for 4x6 beams spaced 8'-0" on center is 5'-0". 11, 4X12 DECK BEAMS. Provide 4x12 DF #2 beams spaced 4'-0" on center spanning 15'-0" maximum over the septic tank so the deck load is not transferred to the tank or within 5'-0" of the tank. 12. SUPPORT OF DECK AT WALL OF MANUFACTURED HOME AND ADDITION. The floor loads from the deck can not be transferred or hung on the manufactured home with a ledger or in any other manne r, The deck can be connected to a permanent perimeter found ation. 12. STAIRWAYS shall not be less than 36 inches in clear width at all points between the handrail height and the required minimum headroom of 6 feet 8 inches. Minimum width from the handrail down is 32 inches with one handrail, 28 inches with two. The minimum required stair tread width is 9 inches, The maximum stair rise is 8 inches. When risers are closed, all treads less than 10 inches shall have a uniform nosing betweem 3/4 inches and 1 1/4 inches. The greatest riser height/tread depth shall not exced th smallest by more than 3/8 inch, [Sec. 314.1: 314.2; 214.2.1; 314.3] 14. ALL EXTERIOR STAIRS shall be provided with a minimum of 60 watts of incandescent light or other artificial light source rated at a minimum of B50 lumens. The illumination of exterior stairs shall be located in the immediate vicinity of the landing at the top of the stairs of required exits, and shall be controlled from inside the dwelling unit unless continuously illuminated or automatically activated.